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a ° <br />\ \ Jpa Fa m d 0 30 60 90 m <br />SCALE IN FEET <br />ROX/ /ON <br />IAM75 LOG <br />APP;e �1 <br />v 4 G STRPE L/o^ 7 <br />SAWCIJT G EMENT Ul E-)(16 7_11V <br />\ \\ EX(5 � -r P/GAL% <br />120 <br />IIB <br />116 <br />118- <br />1 1$— <br />� l� <br />116 P <br />1 A W 8 _ --- y� h, yF <br />\\ �\53p AC SCL jr A6 9Q 7 ��- -- \\y�l� --_--- `� }—�_ - <br />117.8 Ck� h ill — 81n --_-- G \I EP /4.39 <br />q !LW-- <br />� ro -- _— —Exist Waa= <br />— A/R -VAC, I I m o <br />II�� 0 . I — �Q --- --- _— _ Exi6f <br />\\�\'— Gine <br />- _ <br />/0' P.O.E. <br />x0 <br />I ---- vin <br />v^ SAN JOAQUIN---------- o <br />N COvNrY _ 3 0 <br />o WELL5/7Em v ~t�OUVDA <br />SugDlV/5/DN UCL <br />_ N <br />� �• to v � ll1 ' �� j'i ° 1 ^z 'y s ^,,� , <br />N � <br />50' lE 50' <br />l3' l2' I2' 4 9 l3' lZ' 1Z' 1 49' <br />PRIME COAT PRIME reisr <br />11658,__I'e� 11074 <br />0 4I 1Trvlco�) 119 — 1 �/1?(03 i 1• -1 1/�h <br />/ia.7o �� 1 17 — <br />//7.75 <br />EX/5t 3"AG Exir �— 3"AG <br />71 Pa vent 10 C` a AS 115— Pavement 10"GL II AB <br />rr,5.0 <br />R = 5.0 R=5.0 <br />FAIROAKS ROAD STA. 1+00 FAIROAKS ROAD STA. 2+00 <br />ca a l' • 20 Horie.­­907-l"• 20'or/ . <br />Vert. P, = 4' Vert <br />2 3 <br />40 ' TAPO <br />W :z <br />Q? W <br />AUC V, 4j <br />l6 <br />FOG SEAL -0. 05 TO 0.10 GAL. PER <br />SQ, YL L CAL -TRANS 5rc77ONS <br />1 37 4 94 TYPE SSI <br />- -8"A.8. SHLD. <br />SAC ove <br />10 CL,1I A.B. \"Az"A.C. DEEP L1,CT OVER BASS <br />LINE CUT COMPACTED TO 95 "f Op MAX. <br />TYPICAL FAIROAKS SECTION RELATIVE COMRA-TION. <br />A <br />R - <br />FAIROAKS ROAD STA. 5+00 <br />Scale= I Zo' Hori . <br />l 4' Vert <br />01'r 118 — <br />116- <br />114— <br />x <br />16 - <br />114— <br />EP <br />/Z' <br />R/W R/W� <br />50, <br />25' 25' _ <br />45' �16' — —165./�4' q5— NOTED 4 A/UTEO 5' q S0'ItSEE COUNTY STANDARD FOR vn�"'"�'=-'=--='='_=– "' vq <br />TYP. RURAL ROAD SECTIONSDRAW/NG A/o, R-3.) 2'--I•I— RURAL ROAD—�'I-2' 13 1Z 1Z' 4 9 <br />i 1' Min. 1' Min. <br />2 G.E. REQureEo = /.52 gggregate base I19- <br />3"A.C. /' PRIME COAT <br />G. E, f'POI//DEQ _ /, 54 shoulder may be 11708 <br />T.I . = 5.0 R= 5.0 0" CL II A.B. eliminated where i ° 117.011 <br />3. ALG 4/0/03 BE/W,:-LV SX/571NC i'AWW4�NT AND NE!/ 14VEMbVr SEACsubgrade "R" value <br />5NAD4� <br />TYPICAL SECTION is greater than 30. 117— <br />GL BE ED J,/iTH y5-1 TACK GDAT� D./2 GAl PSR 5Q, YD. �� <br />N.f S• / 11703 <br />EXlSt P --3"Ac <br />115— I7 =50 to"C1_ IL AB <br />F A I R 0 A K S ROA D Pavement R=5.0 <br />SCALE: I"=30' FAIROAKS ROAD STA. 3+00 <br />ca e : l" - Zo'oriz. <br />/" = 4' Vert. <br />5 6 7 <br />i r ficin <br />1 /(6.45 <br />I �l <br />e. 4446,1 1 <br />EXi57` 3'AG <br />Pavement <br />r. Y. = 57,0 <br />R s.o <br />/0 C1 7l A3 <br />= <br />FAIROAKS ROAD STA. 6+00 <br />Scale: P, 20' Nori2. <br />l" = 4' Vert <br />COAT 11f3- <br />114— <br />,ow/77617t' <br />($-114— <br />t <br />Pwen7ent' $"Ac <br />T.I. =5.0 /0"CL 9 AB <br />R = 5.0 <br />FAIROAKS ROAD STA.7+00 <br />Scale l"= Zo' Nori2. <br />4' Vert <br />/3' <br />�Exlsfin9 Centerline Pr0>!/e <br />Proposed Edge of Pavement Pro{/e <br />� 50' <br />9' /3' to, /2' 4' 9' <br />SEG' NOTE W 3 (77ffleAL) <br />IIB — i 116.90I PR(Me COAT <br />116— j <br />Exist // P <br />Pavement <br />114— r.r = so <br />R=S.O (o GL_Y AS <br />FAIROAKS ROAD STA. 4+00 <br />Scale : l'= 2o' Horiz <br />l" = 4' Vert <br />8 9 <br />9 f- /(.. 5 <br />//4.76 E <br />—116 <br />GQ4T <br />118 — / 1' 7�/ <br />' PR/ME COAT 118— 1 PR/ME COAT IW � —/'/ "• �I <br />I 115.82 I � Iz <br />1.16— P 2e , " I 116— 1 1155/ l/5/b il' %2 <br />"r---. 121_- �I \ Ex , Date:nls <br />1/5.5/6 � I i ` <br />114— P �\ 114— J% .�_ sl9 CIVIC.\� <br />T.t. -5.0; R �o OF �AUE��` <br />EX/St' 3 "Ac 6,r/5t � <br />Pavement 10"CL IC AS l�vement „ 3 AC — F <br />r. r. -SoI R S.o /0 CL SAB <br />FAIROAKS ROAD STA. 8+00 FAIROAKS ROAD STA. 9+00 <br />S7APF A✓L 5671 27A SEPT• /99/ <br />Scale /,=00, Nori2. Scale: l"= 20' Nori2. <br />l 4' Vert. STAFF AJL 0-4 <br />! 4 Vert. _ . _ __ _ _ _ _ _..__ <br />LVMdP*-f nolo <br />R. S.C. / S.R.B <br />A.J. L. <br />91 — lie <br />3 <br />4 <br />G -42 30 <br />44Z <br />0 <br />W <br />Q <br />LL <br />— <br />< <br />U <br />Isis; <br />LyL <br />. <br />OCl) <br />Z <br />W <br />Cf) <br />F-- <br />O <br />.� <br />Zv <br />O <br />z <br />DZ <br />v <br />c <br />Q <br />O <br />.�� <br />U) <br />LVMdP*-f nolo <br />R. S.C. / S.R.B <br />A.J. L. <br />91 — lie <br />3 <br />4 <br />G -42 30 <br />